20061784 Ver 1_COMPLETE FILE_20060119

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0? Michael F. Easley, Governor
William G. Ross Jr., Secretary
?- North Carolina Department of Environment and Natural Resources

Q Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 061784
New Hanover County
December 8, 2006
Mr. Alan Gregory
South Lumina, LLC
702 Windemere Road
Wilmington, NC 28405
Subject: General 401 Water Quality Certification #3402
Winds Harbor at Middle Sound
Dear Mr. Gregory:
The Wilmington Regional Office received your Pre Construction Notification application for a 401 Water Quality
Certification for the subject project on November 9, 2006. You are proposing to impact 0.06 acres of
jurisdictional wetlands for the purpose of constructing a residential subdivision. Please note that if the project
does not meet the low density State Stormwater Management Rules, infiltration systems will be required. You are
authorized to proceed with your project as proposed under General Water Quality Certification (WQC) # 3402
(enclosed). This Certification allows you to use the US Army Corps of Engineers' (USACE) Nationwide Permit
18 when the USACE issues it. Further written concurrence from the Division of Water Quality (DWQ) is not
required provided that you can meet all of the conditions of the General Water Quality Certification.
If at anytime during construction of your project you determine that you cannot meet these conditions or if there
are any additional impacts to wetlands or water quality not described in your application, you must contact
this office immediately.
If you have any questions concerning this matter, please do not hesitate to call me at (910)-796-7379.
Sincerely,
Noelle Lutheran
Environmental Specialist III
cc: Troy Beasley, Withers & Ravenel D ? L ?11 1:?
Jennifer Frye, USACE Wilmington
Stephen Rynas, DCM Morehead DEC I 12006
Ian McMillan, DWQ 401 Oversight Unit
Central Files
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North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1 -877-623-6748
One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: www.ncwaterquality.org NorthCarolin
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper orthCarolina
Natural&
WQC #3402
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE
FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBERS 18 (MINOR DISCHARGES)
39 (RESIDENTIAL, COMMERCIAL AND INSTITUTIONAL DEVELOPMENTS),
41 (RESHAPING EXISTING DRAINAGE DITCHES), 42 (RECREATIONAL FACILITIES),
43 (STORMWATER MANAGEMENT FACILITIES) AND 44 (MINING ACTIVITIES),
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification is issued in conformity with the requirements of Section 401,
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Water Quality (DWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0200 for
the discharge of fill material to waters and adjacent wetland areas or to wetland areas that are not
a part of the surface tributary system to interstate waters or navigable waters of the United States
(i.e., isolated wetlands) as described in 33 CFR 330 Appendix A (B) (18, 39, 41, 42, 43 and 44) of
the Corps of Engineers regulations (i.e., Nationwide Permit No. 39) and for the Riparian Area
Protection Rules (Buffer Rules) in 15A NCAC 213.0200. This Certification replaces Water Quality
Certification Numbers 3106 and 3108 issued on February 11, 1997, and Water Quality
Certification Number 3287 issued on June 1, 2000 and Water Quality Certification Number 3362
issued March 18, 2002. This WQC is rescinded when the Corps of Engineers re-authorizes
Nationwide Permits 18, 39, 41, 42, 43 or 44 or when deemed appropriate by the Director of DWQ.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Enumerating and Reporting of Impacts:
• Streams - Impacts to streams as determined by the Division of Water Quality shall be
measured as length of the centerline of the normal flow channel. Permanent and/or
temporary stream impacts shall be enumerated on the entire project for all impacts
regardless of which 404 Nationwide Permits are used. Stream relocations and
stream bed and/or bank hardening are considered to be permanent stream impacts.
Any activity that results in a loss of use of stream functions including but not limited to
filling, relocating, flooding, excavation, dredging and complete shading shall be
considered stream impacts. Enumeration of impacts to streams shall include streams
enclosed by bottomless culverts, bottomless arches or other spanning structures
when a 404 Permit is used anywhere in a project unless the entire structure
(including construction impacts) spans the entire bed and both banks of the stream,
is only used for a road, driveway or path crossing, and is not mitered to follow the
stream pattern. Impacts for dam footprints and flooding will count toward the
threshold for stream impacts, but flooding upstream of the dam will not (as long as no
filling, excavation, relocation or other modification of the existing stream dimension,
pattern or profile occurs) count towards mitigation requirements. Any filling,
excavation, relocation or other modification of the existing stream (other than
flooding) must re-establish the same dimensions, patterns and profiles of the existing
channel (or those of a stable reference reach if the existing channel is unstable) to
the maximum extent practical.
• Wetlands - Impacts to wetlands as determined by the Division of Water Quality shall
be measured as area. Permanent and/or temporary wetland impacts shall be
enumerated on the entire project for all impacts regardless of which 404 Nationwide
Permits are used. Any activity that results in a loss of use of wetland functions
including but not limited to filling, excavating, draining, and flooding shall be
considered wetland impacts. Enumeration of impacts to wetlands shall include
activities that change the hydrology of a wetland when a 404 Permit is used
anywhere in a project.
WQC #3402
• Lakes and Ponds - Impacts to waters other than streams and wetlands as
determined by the Division of Water Quality shall be measured as area. Permanent
and/or temporary water impacts shall be enumerated on the entire project for all
impacts proposed regardless of which 404 Nationwide Permits are used. Any activity
that results in a loss of use of aquatic functions including but not limited to filling and
dredging shall be considered waters impacts.
Application Thresholds - Stream, wetland and water impacts that exceed any of the
thresholds below require a complete application and written concurrence to use this
Certification:
• Total stream impacts of greater or equal to 150 cumulative feet of stream length for
the entire project require written notification to and approval by the Division of Water
Quality, and/or
• Impacts to waters of equal to or greater than 113 of an acre require written notification
to and approval by the Division of Water Quality, and/or
• Wetland impacts of greater or equal to 1/3 of an acre east of 1-95 and 1/10 of an acre
west of 1-95 require written notification to and approval by the Division of Water
Quality except as specified below. Any impacts to wetlands adjacent to waters
designated as ORW, SA, WS-l, WS-II or Trout or are designated as a North Carolina
or National Wild and Scenic River and wetlands classified as SWL and/or UWL as
well as wetlands described in 15A NCAC 2H .0506 (e) require a complete application
and written concurrence from the Division of Water Quality to use this Certification.
These thresholds apply for the entire project regardless of the number of Nationwide
Permits applicable to the Certification that are issued by the USACE for the project;
• Written notification to DWQ is required for all applications that propose to use
Nationwide Permit 18. This notification requirement will be satisfied by providing two
(2) copies of the PCN form to DWQ at the same time that the PCN form is sent to the
US Army Corps of Engineers. A formal application and fee is not required unless
DWQ decides that an Individual Certification will be required for the project. In this
case, the applicant will be notified in writing from DWQ within 30 days of the receipt
of the written notification.
• Proposed fill or substantial modification of any amount of wetlands classified in
accordance with 15A NCAC 2B .0101(e)(7) as Unique Wetlands (UWL) shall require
written concurrence from the Division of Water Quality;
2. Impacts to any stream length in the Neuse, Tar-Pamlico or Randleman River Basins (or
any other major river basins with Riparian Area Protection Rules [Buffer Rules] in effect at
the time of application) requires written concurrence for this Certification from DWQ in
accordance with 15A NCAC 26.0200. Activities listed as "exempt"from these rules do not
need to apply for written concurrence under this Certification. New development activities
located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not)
within the Neuse and Tar-Pamlico River Basins shall be limited to "uses" identified within
and constructed in accordance with 15A NCAC 2B .0200. All new development shall be
located, designed,, constructed, and maintained to have minimal disturbance to protect
water quality to the maximum extent practicable through the use of best management
practices;
3. Irrespective of other application thresholds in this General Certification, all impacts to
perennial waters and their associated buffers require written approval from DWQ since
such impacts are allowable as provided in 15A NCAC 2B. 0212 (WS-1), 213.0213 (WS-II),
28 .0214 (WS-III) and 213.0215 (WS-IV). Only water dependent activities, public projects
and structures with diminimus increases in impervious surfaces will be allowed as outlined
in those rules. All other activities require a variance from the delegated local government
and/or the NC Environmental Management Commission before the 401 Water Quality
Certification can be processed. In addition, a 30 foot wide vegetative buffer for low
density development or a 100 foot wide vegetative buffer for high density development
WQC #3402
must be maintained adjacent to all perennial waters except for allowances as provided
under the Water Supply Watershed Protection Rules. For the purposes of this condition,
perennial waters are defined as those shown as perennial waters on the most recent
USGS 1:24,000 topographic map or as otherwise determined by local government
studies;
4. Additional site-specific stormwater management requirements may be added to this
Certification at DWQ's discretion on a case by case.basis for projects that have or are
anticipated to have impervious cover of greater than 30 percent. Site-specific stormwater
management shall be designed to remove 85% TSS according to the latest version of
DWQ's Stormwater Best Management Practices manual at a minimum.
Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW), water supply waters
(WS), trout waters (Tr), high quality waters (HQW), and outstanding resource waters
(ORW), the Division shall require that extended detention wetlands, bio-retention areas,
and ponds followed by forested filter strips (designed according to latest version of the NC
DENR Stormwater Best Management Practices Manual) be constructed as part of the
stormwater management plan when a site-specific stormwater management plan is
required.
For streams classified as Water Supply, High Quality Waters and Outstanding Resource
Waters, post-construction, on-site stormwater management shall be required as
appropriate and as outlined in 15A NCAC 2B.0104(m) and 2H .1000 to.1007,
respectively, in addition to that required in this General Certification.
Alternative designs may be requested by the applicant and will be reviewed on a case-by-
case basis by the Division of Water Quality.
Approval of stormwater management plans by the Division of Water Quality's other
existing state stormwater programs including appropriate local programs are sufficient to
satisfy this Condition as long as the stormwater management plans meet or exceed the
design requirements specified in this condition. This condition applies unless more
stringent requirements are in effect from other state water quality programs.
• Unless specified otherwise in the approval letter, the final, written stormwater
management plan shall be approved in writing by the Division of Water Quality's
Wetlands Unit before the impacts specified in this Certification occur.
• The facilities must be designed to treat the runoff from the entire project, unless
otherwise explicitly approved by the Division of Water Quality.
• Also, before any permanent building or other structure is occupied at the subject site,
the facilities (as approved by the Wetlands Unit) shall be constructed and operational,
and the stormwater management plan (as approved by the Wetlands Unit) shall be
implemented.
• The structural stormwater practices as approved by the Wetlands Unit as well as
drainage patterns must be maintained in perpetuity.
• No changes to the structural stormwater practices shall be made without written
authorization from the Division of Water Quality.
5. Compensatory stream mitigation shall be required at a 1:1 ratio for not only perennial but
also intermittent stream impacts that require application to DWQ in watersheds classified
as ORW, HQW, Tr, WS-1 and WS-11 unless the project is a linear, publicly-funded
transportation project, which has a 150-foot per-stream impact allowance;
6. In accordance with North Carolina General Statute Section 143-215.3D(e), any
application for a 401 Water Quality Certification must include the appropriate fee. If a
WQC #3402
project also requires a CAMA Permit, one payment to both agencies shall be submitted
and will be the higher of the two fees;
7. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be
required for impacts to 150 linear feet or more of streams and/or one acre or more of
wetlands for an entire project. For linear public transportation projects, impacts equal to
or exceeding 150 feet per stream may require mitigation. In addition, buffer mitigation
may be required for any project with Riparian Area Protection Rules (Buffer Rules) in
effect at the time of application for buffer impacts resulting from activities classified as
"allowable with mitigation" within the "Table of Uses" section of the Buffer Rules or require
a variance under the Buffer Rules. A determination of buffer, wetland and stream
mitigation requirements shall be made for any Certification for this Nationwide Permit.
The most current design and monitoring protocols from DWQ shall be followed and written
plans submitted for DWQ approval as required in those protocols. When compensatory
mitigation is required for a project, the mitigation plans must be approved by DWQ in
writing before the impacts approved by the Certification occur, unless otherwise specified
in the approval letter. The mitigation plan must be implemented and/or constructed before
any permanent building or structure on site is occupied. In the case of public road
projects, the mitigation plan must be implemented before the road is opened to the
travelling public. Please note that if a stream relocation is conducted as a stream
restoration as defined in The Internal Technical Guide for Stream Work in North Carolina,
April 2001, the restored length can be used as compensatory mitigation for the impacts
resulting from the relocation;
8. For any project involving re-alignment of streams, a stream relocation plan must be
included with the 401 application for written DWQ approval. Relocated stream designs
should include the same dimensions, patterns and profiles as the existing channel (or a
stable reference reach if the existing channel is unstable), to the maximum extent
practical. The new channel should be constructed in the dry and water shall not be turned
into the new channel until the banks are stabilized. Vegetation used for bank stabilization
shall be limited to native woody species, and should include establishment of a 30 foot
wide wooded and an adjacent 20 foot wide vegetated buffer on both sides of the relocated
channel to the maximum extent practical. A transitional phase incorporating coir fiber and
seedling establishment is allowable. Also, rip-rap, A-Jacks, concrete, gabions or other
hard structures may be allowed if it is necessary to maintain the physical integrity of the
stream, but the applicant must provide written justification and any calculations used to
determine the extent of rip-rap coverage requested. If suitable stream mitigation is not
practical on-site, then stream impact will need to be mitigated elsewhere. Please note
that if a stream relocation is conducted as a stream restoration as defined in The Internal
Technical Guide for Stream Work in North Carolina , April 2001, the restored length can
be used as compensatory mitigation for the impacts resulting from the relocation;
9. Placement of culverts and other structures in waters, streams, and wetlands must be
placed below the elevation of the streambed to allow low flow passage of water and
aquatic life unless it can be shown to DWQ that providing passage would be impractical.
Design and placement of culverts including open bottom or bottomless arch culverts and
other structures including temporary erosion control measures shall not be conducted in a
manner that may result in aggradation, degradation or significant changes in hydrology of
wetlands or stream beds or banks, adjacent to or upstream and down stream of the above
structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested to do so in writing by DWQ. Additionally, when roadways,
causeways or other fill projects are constructed across FEMA-designated floodways or
wetlands, openings such as culverts or bridges must be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
aggradation, degradation or significant changes in hydrology of streams or wetlands;
WQC #3402
10. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is
more appropriate (available from the Division of Land Resources (DLR) in the DENR
Regional or Central Offices) shall be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management
Practices in order to assure compliance with the appropriate turbidity water quality
standard;
11. All sediment and erosion control measures placed in wetlands and waters shall be
removed and the original grade restored within two months after the Division of Land
Resources has released the project;
12. That additional site-specific conditions may be added to projects proposed under this
Certification in order to ensure compliance with all applicable water quality and effluent
standards;
13. Measures shall be taken to prevent live or fresh concrete from coming into contact
with waters of the state until the concrete has hardened;
14. If an environmental document is required, this Certification is not valid until a Finding of
No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse;
15. If this Certification is used to access building sites, all lots owned by the applicant must be
buildable without additional fill beyond that explicitly allowed under other General
Certifications. The applicant is required to provide evidence that the lots are buildable
without requiring additional impacts to wetlands, waters or buffers if required to do so in
writing by DWQ. For road construction purposes, this Certification shall only be utilized
from natural high ground to natural high ground;
16. Deed notifications or similar mechanisms shall be placed on all lots with remaining
jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds. These
mechanisms shall be put in place within 30 days of the date of issuance of the 401
Certification letter or the issuance of the 404 Permit (whichever is later). A sample deed
notification format can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetla_nds . DWQ shall be sent copies of all deed restrictions
applied to these lots;
17. When written concurrence is required, the applicant is required to use the most recent
version of the Certification of Completion form to notify DWQ when all work included in the
401 Certification has been completed;
18. Concurrence from DWQ that this Certification applies to an individual project shall expire
three years from the date of the cover letter from DWQ or on the same day as the
expiration date of the corresponding Nationwide Permit 18, 39, 41, 42, 43 or 44,
whichever is sooner.
WQC #3402
Non-compliance with or violation of the conditions herein set forth by a specific fill project
may result in revocation of this Certification for the project and may also result in criminal and/or
civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a
formal application for Individual Certification for any project in this category of activity that
requires written concurrence under this certification, if it is determined that the project is likely to
have a significant adverse effect upon water quality or degrade the waters so that existing uses of
the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: March 2003
DIVISION OF WATER QUALITY
By
Alan W. Klimek, P.E.
Director
WQC # 3402

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Project Number 20061784 Version 1 status: fiSE-A Last ActionDesc: Project Issued
'Project Name !Winds Harbor at Middle Sound ( 'Pro)e ctType: IResldentlal Subdrdslon E s i
Project Desc:
'Owner ;Gregory. Alan -? { Details-..
'Received From: Applicant COE ID ,2006 00450 i 'Primary County New Hanover
D DOT nP 'Admin Region Wilmington
Received Dt 1109/2006 Reviewer noelle lutheran
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Issued Dt712006 °.i. • -' - f1
'secondaryCoun-_____,
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COE Office, hgton Regulatory Field OITice Y SW Plan Approved Di: Public Notice Published Ot '.
Last Updated BY: 'laude.dennison SW Plan Location: Public Notice Received Dt ?
Last Updated On 1112812006 Sewage Disposal: P.N. Comment Period Ends Dt i
< Back Close
{ Ready - Page 111 SiD: WPDt -
OCT F
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Ecos stem
PROGRAM
Alan Gregory
South Lumina, LLC
702 Windemere Road
Wilmington, NC 28405
November 7, 2006
Project: Winds Harbor at Middle Sound
olP - Ir? ?4
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15
County: New Hanover
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian on-Riparian Coastal Marsh Cold Coot Warm
Cape Fear 0 0.06 0 0 0 0 0 0
03030007
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 mitigation-to-impact ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the
compensatory mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or
CAMA Permit. The mitigation will be performed in accordance with the Memorandum of Understanding between the N. C.
Department of Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
Sincerely,
rWilliam D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Jennifer Frye, USACE-Wilmington 0 ``J ?ttttjJJJ'
Noelle Lutheran, DWQ- Wilmington
Doug Huggett, NCDCM, Morehead City ?9v 1 2??6
File
.I?P?StOf'G>GL9...Kha"... P!'OtEGG>GL9 OGLY StG{,& NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.,iceep.net
WITHERS (',%?'RAVENEL
ENGINEERS I PLANNERS 1 SURVEYORS
7040 WRIGHTSVILLE AVENUE, SUITE ioi
WILMINGTON, NORTH CAROLINA, 28403
(9i0) 256-9277
FAX [phone]
I
TO: NC Division of Water Quality
401 Wetlands Unit
2321 Crabtree Blvd.
Raleigh, NC 27604-2260
1
LETTER OF TRAN50TTAL
DATE 11/08/06 losNO. O o o .oo
ATTENTION Ms. C ndi Karol
PHONE#
RE Winds Harbor at Middle Sound NWP 18 PCN

Q n L) 4

WE ARE SENDING YOU
? Shop Drawings
? Copy of Letter
® Attached ? Under separate cover via
? Prints ? Plans ? Samples
? Change order ? Diskette ?
the following items:
? Specifications
COPIES DATE NO. DESCRIPTION
1 11/o8 o6 0 0 0 .oo Winds Harbor at Middle Sound NWP 18 PCN

I -
r-npv

THESE ARE TRANSMITTED as checked below:
® For approval ? Approved as submitted ? Resubmit copies for approval
? For your use ? Approved as noted ? Submit copies for distribution
? As requested ? Returned for corrections ? Return corrected prints
? For review and comment ?
? FOR BIDS DUE 20 ? PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Signature:
Date:
COPY TO- File
SIGNED: Troy Beas
If enclosures are not as noted; kindlynotifyus at once. ?AON
DENR S a?oj RBRAH?H
?,?+, Anrns r,??
WITHERS' RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
November 3, 2006
US Army Corps of Engineers
Regulatory Field Office
Attn: Ms. Jennifer Frye
69 Darlington Avenue
Wilmington, NC 28403
Re: Winds Harbor at Middle Sound
Previous AID# 200600450
W&R Project #03050559.00
Dear Ms. Frye and Ms. Karoly,
NC-Division of Water Quality
401 Wetlands Unit
Attn: Ms. Cyndi Karoly
2321 Crabtree Blvd.
Raleigh, North Carolina 27604-2260
COURTESY
COPY
20061 7
On behalf of South Lumina, LLC., we are requesting authorization from the USACE to use NWP
18 for the placement of fill into 0.06 acres of jurisdictional (4041401) wetlands for the
construction of the proposed project. This PCN is being provided to DWQ as a courtesy copy. A
copy of this PCN has also been provided directly to Ms. Noelle Lutheran in the Wilmington Field
Office.
The site is located in Wilmington, east of Hwy 17 N, just west of the northeastern curve of
Middle Sound Loop Road. The project is approximately 12.01 acres in size and is located in the
Cape Fear River basin. The wetland delineation was reviewed and approved by Ms. Jennifer Frye
(AID 4200600450). A copy of the signed JD Survey has been provided as an Appendix to the
enclosed PCN.
The current request is for 0.06 acres of impacts to jurisdictional wetlands (see the attached
maps and PCN for details).
Please feel free to call if you have questions or require additional information.
Sincerely,
<y?BTIey
Environmental Scientist
?r
Attachments: NWP 18 PCN
NOY 9 ZQa6
4 t_. Rs%
YIpC??+C'3tH?c7 ".?i?.?#k?,ir??irr?i c`r(NI,CH
Cc. Noelle Lutheran - DWQ Wilmington Field Office
7040 Wrightsville Avenue, Suite ioi Wilmington, North Carolina 28403 tel: [phone] fax: 9io-256-2584
www.withersravenel.com
24061764
coURTESY
COPY
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
I.
II.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 18
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
Applicant Information
Owner/Applicant Information
N 0 V 2006
Name: South Lumina, LLC - Alan Gregory i?ra€?;.,r , y ,_r
Mailing Address: 702 Windemere Road VIETW sMO.Sra .obi &f j;c,r,
Wilmington, NC 28405
Telephone Number: 910-443-3166 Fax Number:-910-799-4727
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Troy Beasley
Company Affiliation: Withers and Ravenel
Mailing Address: 7040 Wrightsville Ave, Suite 101
Wilmington, NC 28403
Telephone Number: 910-256-9277 Fax Number: 910-256-2584
E-mail Address: tbeaslef(i?withersravenel.com
Updated 11/1/2005
Pagel of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Winds Harbor at Middle Sound
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): R04500-007-010-000
4. Location
County: New Hanover Nearest Town: Ogden
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): Take Hwy 17 north,
past the intersection of Military Cutoff and Hwy 17. Make right on Middle Sound
Loop Road. Proiect is located iust west of the northeastern curve of Middle Sound
Loop Road, see attached location may. The Proiect is specificall located at 1806 Middle
Sound Loop Road.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 34.2634 ON 77.7782 °W
6. Property size (acres):
7. Name of nearest receiving body of water: ICWW
8. River Basin: Cape Fear River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/niaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site was previously used as a horse stable and riding
area, as seen in the 2004 aerial photo. The land is currently vacant, as the onsite
Updated 11/1/2005
Page 2 of 9
structures have been removed. The land use in the vicinity of the proposed proiect is
residential development.
10. Describe the overall project in detail, including the type of equipment to be used:
The project consists of the development of a 27 lot residential subdivision.
11. Explain the purpose of the proposed work: The purpose of the proposed project is to
meet the growing demand for residential housing for the expanding population of New
Hanover County.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. The onsite wetlands were reviewed and approved by Ms. Jennifer
Frye of the Corps of Engineers on January 27, 2006 (AID#200600450). A copy of the
signed tearsheet and survey have been provided as Appendix 1. An additional parcel to the
southwest that was reviewed under the original wetland review has been added to the
proiect. However, the additional parcel does not contain wetlands.
V. Future Project Plans
Are-any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
There is no future permit requests anticipated for the proposed project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Updated 11/1/2005
Page 3 of 9
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed Project will result in
0.06 acres of wetland impacts as a result of construction of the access road and lots 21
and 22. Wetland impacts associated with road construction will occur as a result of the
required cul-de-sac. The wetlands impacts associated with construction of lots 21 and
22 will result from backslopes required to return lot fill to existing grade.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
Wetland A Fill Freshwater Forested No ±1700 Feet 0.06 ac

Total Wetland Impact (acres) 0.06 ac
3. List the total acreage (estimated) of all existing wetlands on the property: 0.14 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet Area of
Impact
acres

NOT APPLICABLE

Total Stream Impact (by length and acreage)
Updated 11/1/2005
Page 4 of 9
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill- excavation- dredging. flooding. drainage. bulkheads. etc.
Open Water Impact
Site Number
(indicate on m p) Name Waterbody
applicable) e)
(if ap
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

NOT APPLICABLE

Total Open Water Impact (acres)
6. List t]
Ie cumulative impact to all Waters of the U.S. resulting from the project
Stream Impact (acres):
Wetland Impact (acres): 0.06 ac
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a. pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
Updated 11/1/2005
Page 5 of 9
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. See Appendix 2
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The proposed mitigation plan will consist of the purchase of mitigation from the
Ecosystem Enhancement Program (EEK Mitigation for the 0.06 acres of proposed
Updated 11/1/2005
Page 6 of 9
wetland impacted will be purchased at a 2:1 ratio, or 0.12 acres. The EEP acceptance
letter has been provided as Appendix 3. Also, per DWQ General Certifications, a
"Deed Notification" will be recorded with New Hanover County to serve as notification
to potential buyers that there are wetlands on the property, see Appendix 4.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.ne.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres): 0.12 acres
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No ® .
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Updated 11/1/2005
Page 7 of 9
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
I I Zone* Impact Multiplier Required
(square feet) Mitigation
2
Total
* Zone 1 extends out 30 feet perpendict
additional 20 feet from the edge of Zone 1.
3 (2 for Catawba)
1.5
from the top of the near bank of channel; Zone 2 extends an
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. In the existing condition, there is no
imnervious surface on the property. The nronosed impervious calculations can be
reviewed in the Development Data Table, located on the Grading and Drainage plan.
XH. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sanitarv Sewer provided by New Hanover Countv
XHL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Updated 11/1/2005
Page 8 of 9
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.ne.us/ncwetlands. If no, please provide a short narrative description:
The proposed project is a single an complete project and will not facilitate additional
development in the area
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

111,310
Ap;&1cant/Agent's Signature Date
(Agent's signature is valid on if an au rization letter from the applicant is provided.)
Updated 11/1/2005
Page 9 of 9
AGENT AUTHORIZATION FORM
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned owner(s), South Lumina. LLC, do(es) hereby appoint Troy Beasley / Withers&
Ravenel. Inc. as his, her, or its exclusive agent for the purpose of petitioning the appropriate
local, state and federal environmental regulatory agencies (US Army Corps of Engineers, NC
Division of Water Quality, NC Division of Coastal Management, etc.) for: a) review and approval
of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface waters, etc.)
and/or; b) preparation and submittal of appropriate environmental permit applications/requests for
the Winds Harbor a Middle Sound project.
The owner does hereby authorize that said agent has the authority to do the following acts on
behalf of the owner:
(1) To submit appropriate requests/applications and the required
supplemental materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of environmental
review by appropriate regulatory agencies.
This agreement shall continue in effect until completion of the contracted task or termination by
the property owner.
Date:
Agents Name, Address & Telephone:
Troy Beasley / Withers & Ravenel. Inc.
7040 Wrightsville Avenue, Suite 101
Wilmington. NC 28403
Tel. [phone]
County, North Carolina
Signature of Owner(s):
(of??-rr,ct) ../ GAern.?
(name Pri (Ti etl') -
§ignature)
I, , a Notary Public of the County and State aforesaid, certify that
. 62o -n
, personally appeared before me this day and acknowledged the execution
of the for oin instrument. Witness my hand and official seal, this 8_ day of
'?3.'r ,
20p
,.? ic'gkRf# 25f?tR.%EEN
NOTARY PUBLIC Notary iC
NEW HANOVER COUNTY, N.C.
My Commission Expires 3-3-2009 b5,eG.a
My commission expires EA(21-) _ , 200_.
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ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Avenue Suite 101 Wilmington, NL 28408 Ie1: 910.256.9277 f-:910.842.8019

APPENDIX I

U.S. ARMY CORPS OF ENGINEERS
[?-- c E
WILMINGTON DISTRICT
KL???
Action Id. 200600450 County: New Hanover U.S.G.S. Quad: Scotts Hill
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Gary and Mary Jo Shipman
Address: 11 Fifth Street S
Wilmington, NC 28401
Telephone No.:
Property description:
Size (acres) 12.01 Nearest Town Wilmington
Nearest Waterway UT to Atlantic Intracoastal Waterway River Basin Atlantic Intracoastal Waterway
USGS HUC 03030001 Coordinates N 34.2647 W 77.7784
Location description The tract is located at 1806 Middle Sound Loop Road, in wetlands adiacent to an unnamed
tributary to the Atlantic Intracoastal Waterway, northeast of Wilmington, NC.
Indicate Which of the Following Apply:
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be
relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on 1/27/2006. Unless there is a change in the. law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit re Flnents,.of. Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
publishe regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X
The property is located in one of the 20 Ooastal Counties subject to reguh
(CAMA). You should contact the Division of Coastal Management in W
their requirements.
F,
Page 1 of 2
Action ID: o200 Q 00 q0-D
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Jennifer Frye at 910-251-4923.
Basis For Determination: This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation Manual
and is adiacent to an unnamed tributary to the AICWW a navigable Water of the U.S. This determination is based on
a site visit by Jennifer Frye and Tom Walker on 1/9/20.06.
Remarks: copy furnished:
Alan Gregory, Gregory Construction Company, 702 Windemere Road, Wilmington, NC 28405
SEG Inc. 5315 College Road Suite E, Wilmington, NC 28412
Noelle,Lutheran DENR-DWO WiRO 127 Cardinal Drive Ext., Wilmington, NC 28405
Corps Regulatory Official:
Date 01/27/2006
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated .wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
.. :71 1
Page 2 of 2
2ppg1 7 6 4
APPENDIX 2
Zpp684
Avoidance and Minimization 1 7
The proposed project will result in 0.06 acres of wetland impacts as a result of
construction of the access road and lots 21 and 22. Wetland impacts associated with road
construction will occur as a result of the required cul-de-sac. Wetland impacts were
minimized to the greatest extent possible by designing the cul-de-sac to meet the
minimum radius allowed by the New Hanover County Fire Marshall.
The wetlands impacts associated with construction of lots 21 and 22 will result from
backslopes required to return lot fill to existing grade. The stormwater management
system has been designed to meet both DWQ and New Hanover County stormwater
regulations. The project is located within 0.5 miles of waters classified as SA, which
precludes the use of wet retention ponds per DWQ stormwater regulations. Therefore,
dry detention is the only feasible option for stormwater treatment, while meeting New
Hanover County's requirement of treating stormwater in a vegetated buffer. As a result
of the higher elevations associated with a dry detention stormwater treatment system, the
entire site must be graded in order to facilitate drainage to the four dry detention basins.
The proposed wetland impacts are the result of the lot backslopes encroaching into the
onsite wetlands. Wetland impacts have been minimized through the backslopes having
been designed at a 3:1 slope, which is the lowest slope allowed by New Hanover County.
APPENDIX 3
11-08-'06 12:34 FROt9-DENl3 EEP 9197152001 T-361 P02/02 U-932
4 cos stem
PROGRAM
November 7, 2006
Alan Gregory
South Lumina, LI..C
702 Windemere Road
Wilmington, NC 28405
Project: Winds Harbor at Middle Sound
'0061 784
County: New Hanover
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project, Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401 /CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
13ascd on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Coot Warm
Cape Fear 0 0.06 0 0 0 0 0 0
03030007
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 mitigation-to-impact ratio, (buffers, zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the
compensatory mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or
CAMA Permit. The mitigation will be performed in accordance with the Memorandum of Understanding between the N. C.
Department of Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
Sincerely,
William D. Gilmore, PE
Director
cc: Cyndi karoly, Wetlands/401 Unit
Jennifer Frye, USACE-Wilmington
Noelle Lutheran, DWQ- Wilmington
Doug Huggett, NCDCM, Morehead City
File
,
Prot"
Oar Aate
?• -?• ?
MUM
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep_net
2006' 7'84
APPENDIX 4
Date: --&- 7- a G
COMPLIANCE WITH WETLAND & BUFFER REGULATIONS
In accordance with Title 15 A NCAC 2H .0500, the following GELD
NOTIFICATION shall be recorded in the Pender County Registry prior to the
conveyance of lots. Said Deed Notification shall apply to Winds Harbor at
Middle Sound, lot 21 in New Hanover County, North Carolina as shown on
plans titled Winds Harbor at Middle Sound prepared by Withers and RaveneI
dated date: & J o?
"A portion of this lot has been determined to meet the requirements for
designation as a wetland, stream or protected stream buffer. Any subsequent fill
or alteration of this area shall conform to the requirements of the state rules
adopted by the State of North Carolina in force at the time of the proposed
alteration. The intent of this provision is to prevent additional wetland, stream or
buffer filling or draining, so the property owner should not assume that a future
application for filling or draining would be approved. The property owner shall
report the name of the subdivision in any application pertaining to said rules. This
covenant is Intended to ensure continued complianoe with all rules adopted by
the State of North Carolina and thereforee the State of North Carolina may enforce
benefits. This covenant is to run with the land and shall be binding on all Parties
and all persons claiming under them".
Signature:
Owner's name: Sguth Lumina. LLC
Address: 792 WiogemerSRoa_g_
City, State, Zip Code: Miminalbn. NC 213405
phone Number: 910-443-31§§
u
a
e
1. a f,1.4ti 'oN Wdly:6 9001 '9 '^oN a
T'd t-=S29sd:01 121t-66-10T6 H0Il: 1I I"J1S: 0D IA i98' 9: 1 d d6' :80 9002-':;-('10t
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' I DETENTION
~ ~ ' 25'R ~ ~ ~ ~ BASIN
(TYP) ~ 1 1 ~ ~ I ~
1 14,364 S0. FT t ~ ~
~ ~ ~ 10'x70'
SI HT TRIAN "1 G GLE i ~ x
ok I ~ + ~ i, 1 i ,6 ' ~
9
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N, I - t68 i` /
PERFORM CE i.I'.. ..tE:
_ 1 SETBACK 1 it J ~ i~i_
141' ~ p 1~1 _ i " 30' DRAINAGE ,j
' _ _ I I r - - _ _ ~ EASEMENT loe' 1 ' I _i
' i I DETENTION
I 16,11 5Q, FT i` B - . 22 ASIN #3
I ~ ~ J I rnr I I i - N1 R -
m ~ i ~ I ~ 18,814 SQ. FT. t
' i r I (7 ~ OL ~J1~
10 DRAINAGE ~ I - - - - l l - _ ~ , \ ~
EASEMENT I 26,676 so, FT ~ I - - - I ~ oh p ,w;
I
' I ~ I I ~ i ° I I I 4
2k8' I o - I - - 4 ' /
I t .I I ~ I 15,563 SQ FT / ~ / '
I D TENTiON BASIN I I #4 N 2,627 sf. ` 23 r ~OF IMPACTED
J ~ I~;~ r~,r~~~ I - - - - - - $o~ _ ~~c' < - - - - - - 12 976 S F 1 ' 1 ~ WETLANDS Q
~ o ~s3' - - ~ I ~i ~ . T 48, R ~ , 97 _ '
I ~ ~ + - I I ROW N m ~ ~ ~ c..
~o 8' 18' _ _ ~ i _ _ _ , i I _„SE , _ , , , 1£ 'aa, (TYP) `+°r ~ ~ 3,845 sf
1 I ~ ~ III ~ . 0F. REM,,41 I~, 1 ~ WETLANDS
I 10 ! I s I I I' I 18 I ~ 5 \ - . M
~ ~ ~3.37~ sQ. FT. I ~ I ~ ~ ~ V
5' DRAINAGE ~ ~ ~ ~ 15,166 s~ FT. ~ I 14 21o s Fr i ~ ~ I ~ Q. ` 4 _ ,EASEMENT I I o -;T;
1 - I ~ I ~ ~ N 24 o
L~ DRA'~ti:.:~i- ~ 6 e 0 ' I ~ EASEMEN' ~ ~ 6 \ \ % \ o~ 17 596 S FT. ~ ~
Q 35~R a ~ 21 , . ~
~ I I I ~ ~ I ~ ~ v ~ ~ (TYP) ~ 1 / 1 ~ 17,942 SQ. FT.
y I ~ + 2q, .I i
~~y ~ ~I 30' DRAINAGE \ ~ _ ~ ~ 10'x70' I EASEMENT _____-_a_,._ ~ a3~ ~ IslcHr TRIAN ~ 1 ~ sd- ~
GLEN ARBOR DRIVE - cLE I ~ ~ R~
_ I I F G W \ ~ /
~ 5 ~ ~ 0 0 ~ I b I " R w N 6 27 %~~i ~ ~ fS6, i
~ I ~ 25 ~ \ 2 ' 14,643 SQ. FT, 26 ~ ~ ~ QO ~
~ \ 30'R I 14,494 SQ. FT. ~ ~ 18 310 F - (TYP ~ ~ 13,555 SQ. FT ~ SQ T. SQ. FT. y,~ ~
N 9. I 10x70 ,~0 / ~
- - ~ 3~0 SIGHT TRIANGLE ~ I ~ t~---_ ~ 98 ~ I ~ / i 1
C3 20
~ of II ~ ~ ~ 0 24" VALLEY ~ i ~ 16,744 SQ. FT.
~ I ~ ti " 4 ~ GUTTER a I ADO _ _ _ _ _ - ~ / /lids/ \ n
~ 106' ~ ~ i I ~ \ ~ \ ~ _ 90 90' ~ ~ 0~ ~Q~
Q ~ VA 9h / - i \ - -
I 15 1s' ~ ~ n ~ C ~ ~ 10' TILITY , ~ ~
6+00 A~ EASE E~JT, TY - - 132' / \
5 DRAINAGE _ ~ ~\'os~
w ~ EASEMENT I ~ ~ B I
~ 11 ~ ~ ~ l,z' I as' - - i~ ~ I
U ~ - ~ _ _ as ~ ml - I - 85 ~ 30 UTILITY ~ i
~ ~ I 19 981 ~ ~ 35' DRAINAGE - - - - - 'T~' I SQ. F ~ 20' , 15' EASEMENT ~ EASEMENT
~ I 30' DRAINAGE EASEMENT
i ~ _ i ~
M 1 t• a 1 I 1 12 I I ~I 13
17,100 SQ. FT. ~ ~ I 14,584 SQ. FT. o N ry N
I ~ N QORE LOCATION
~ I ~
" 1 I j m ~ ~J ~_~~l''~i...~v ~ ~m I ( w ~m
Y p r 01 ~I ~I f I ~ p ~ I N~ t
9s I 14 15 1g m _ ~
- - - - s4 _ _ lor_ 17 ~ ~ 22,623 SQ. FT. 40' DRAINAGE 16,651 SQ. FT. 16,464 SQ. FT, 18 19 PASSIVE i
EA EMEN 16,414 SQ. FT. 18,1 1e,a15 sQ. FT, 27,751 so. FT RECREATION I
_ - ^1 C
DETENTION BASIN v ~2 I ~ ~ I
z 40' 15,870 SQ. FT.
PERFORMANCE ~ S0~ ~R L ~~R~r 1 EA. ~ SETBACK 40' DRAINAGE ~ ~ A MENT ESE ~ >
z v ~~.!a,~f~ - I ~.3,_.
~ o g ~ - - - - - - - - - - - - a _ ,~iLI ~ ~~~,iV N
'~^V `4d ill ~ ,ii Ji~;: ' i 116' 85' 8$' 85' ~ ~ i. v...,.._.~I ) _ 88' 10 T i
~ r 1 ~
MAP NDTE:
w w I ~U~2VE TABEE GfL~PHIC SCALE
- CURVE LENGTH'~RADIUS BEARING ALL BOUNDARY, TOPOGRAPHIC & UTILITIES HAVE BEEN sa o ~s so Sao
C'. 10919 300,00 S86°11'36"E TAKEN FROM A MAP PREPARED BY DANFORD & -
3 ~ C2 7917 230,00 N85°37'36`W BRISTOW, PLS t inch = 50 ft.
N C3 362.46 23000 S39°21'56"W
_ _ - - _
a n 3
0
L No. Revision Date B Designer Scale m t50'
PREPARED FOR: Sheet No.
Drawn By Date WINDS HARBOR AT MIDDLE SOUND
ELS 8/28/06 SITE PL TE PLAN Alan Gregory 702 Windemere Road WITHERS RAVENEL Wilmington, NC 28405 ENGINEERS I PLANNERS I SURVEYORS C-3
Checked By Job No. " Hartnett Township New Hanover Country North Carolina TEL# [phone] Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone] www.withersravenel.com
20555900 p ry 3 0

STORM PIPE SCHEDULE
# PIPE PIPE LENGTH UPSTREAM DOWNSTREAM SLOPE 0 R MATERIAL DIAM. (FT.) INVE T INVERT q,

•s ~ P-1 RCP 18" 32.03 23.55 23.45 0.31
~ ~ ~ P-2 RCP 15" 26.00 23.63 23.55 0.31
_ P-3 RCP 18° 25,76 22J0 22,00 0,39
a ~a _ , , ~ ~ „ , 2 n. - P-4 RCP 18" 27,27 22 30 22 0 0,45 _ 1
' _ _ , ,;~-f ~ t"= P-5 RCP 18" 36,00 24.00 23.90 0.,31 r- , 1~1C~1~ 1.,~ ~ , ~ ~ i
/ . i ~ i ,i - ~ ' ~ ~ ~ P-6 RCP 18 21.74 24.80 24.70 0,46 ly , t~~l~ ~~fL e~i ~
~ . . , _ ~ ~~j~,'! _ 1 - _ - - P-7 RCP 18" 136.11 24.70 24.29 0,30
~ - _ =fir _ P 8 RCP 18 18.88 24.29 24.23 0.32 ~
y. 4 d. P-9 RCP 18 40.76 24.23 24.09 0.34
" s + f , \ ~1 I f - i . SIL FENCE ~ - ~ y ~ , ~ - _ - - - BMP AND SWALE DRAINAGE AREA TABLE
' t ~ \ ~ ' IMPERVIOUS AREA (AC,) l BMP N0, OR DRAINAGE GRASSED BASIN OUTLET SCHEDULE
- - ~ ~ C~N~ RUC110N ~ ~ ~ ~ SWALE N0, AREA (AC,) ROADS LOTS AREA (AC,) ,i PIPE
- - ` - - - - - - - - z$ - --ENTRANCE ~ I ® RIM ELEVATION
- - p ~ ~ ~ i BASIN N0, 1 3,88 0,48 0,72 268 DIAM. 1 ~
j ~ ~ ~ 0 ~ , ~ ~ BASIN N0, 2 4.28 1 1 23,60 18 ~ 0, 9 0,81 3,28 2 25,50 18"
~ ~ ~ ~ 1 ~
I ~ ~ ~ 1 r~, , BASIN N0, 3 3.67 0,40 0,54 2,73 1 3 23,80 18
~ ~ 1 ~ ~ ~ 4 26,30 18" ~ BASIN N0. 4 1.58 0.10 0.27 1.21
1 r ~ ~ - 1 ~ ~ ~ ~ ~ _ i 3 1 i
1 - ~ 1 ~ } 1, i
~ i i ~ ~ ' RIP-RAP SCHEDULE
i ~ ~ ~ 1 UPSTREAM DOWNSTREAM ® PIPE DIA. (IN.) LENGTH (FT.)
~ 0 ~ ~ ~ 1 j i ~ i I i, ~ WIDTH (FT.) WIDTH (FT.)
r i' \ ~ ~ RRA-1 18 6 4,5 6
1 ~ ~ I ~ / ~ > ~ I ~ ~ - ~ ~ ~ ~ ~ RRA-2 18 6 4,5 6
1 ~ r ~ ~ ~ , ~ ~vr~ ~ ih i. RRA-3 18 6 4,5 6 1.
i v, ~i; ! ~ I ~ ~ RRA-4 18 6 4,5 6
T ~ ~ ~ 4 / ~ 1~~ ,i.. 11~ ) j ~ ~ f SILT FENCE _ _ _ _ _
r I I ~ ,
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SEE DETAIL ON SHT 7.1 ~ r', ~o r~/w i
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, w MAP NOTE;
_ GRAPHIC SCALE
i ~ ~ ALL BOUNDARY, TOPOGRAPHIC & UTILITIES HAVE BEEN so n a so iao
u i i c~ TAKEN FROM A MAP PREPARED BY DANFORD &
3 0 i BRISTOW, PAS 1 inch = 50 ft.
0 N __.-I
a n
Ln 0
L No. ReVISI0C1 Date B Designer Scale
150' PREPARED FOR:
C Drawn By Date WINDS HARBOR AT MIDDLE SOUND GRADING & El & EROSION Sheet No. ,J
ELS 8/28/06 N
Checked By Job No. Hartnett Township New Hanover Count North Carolina CONTROL I ROL PLAN Alan Gregory 702 Windemere Road WITHERS R"ENEL Wilmington, NC 28405 ENGINEERS I PLANNERS I SURVEYORS C-6.0
0 20555900 Country TEL# [phone] Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax [phone] www.withersravenel.corn

h, ,
~s
INTRACOASTAL WATERWAY
CERTIFICATE FORTHE U.S. CORPS OF ENGINEERS: I, PATRICK C. BPJSTOW, CERTIFY THAT THIS PLAT WA,S SURVEYED AND DRAWN UNDER MY SUPERVISION: ~ D
DESCRIPTION A,S SHOWN ON THE FACE OF THIS PLAT; RATIO OF PRECISION AS CALCULATED BY COMPUTER 5R 1403 ~ ti
H BY BROKEN LINES PLOTTED FROM THIS CERTIFIES THAT THIS COPY OT THIS PLAT ACCURATELY DEPICTS THE BOUNDARY IS i :10,000+; THAT THE BOUNDARIES NOT SURVEYED ARE S OWN ~n
A F OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT PURSUANT TO THE INFORMATION REFERENCED; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH fiHE STAND RD5 0 SITE Z ~ Z
1987 MANUAL AS pETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE 15 PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA ,WITNESS MY ORIGINAL SIGNATURE, LICENSURE Q r
~~,,,a~~"""'~+~a,,ti A CHANGE IN THE LAW OR OUR PUBLISHED RInGUTATlONS, THIS DETERMINATION OF SECTION ~ 0 ~
NUMBER AND 5EAl THIS I I TH DAY OF JANUARY A.D. 2006. CARO ssi"` 404 JURISDICTION MAYBE RELIED UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE. "•s rn M v THIS MAP AND FIELD SURVEY WERP MADE ~ N ~ ~ ~ ~o ~
P oFE oy 7, :OaQ ~ y FOR THE EXCLUSIVE USE OF 111E PERSON, n SR 149 ~F ~ PERSONS, OR ENTffY NAMED IN THE
. ,z sEA~ CERTIFICATION HEREON. SAID CERTIFICATION rn 1 DUNBAR SO ~
- -4148 0„J n,.~..~dh7 L < DOES NOT EXTEND OR TRANSFER TO ANY UN~ UNNAMED PER50N, PERSONS, OR ENTTfY l 0 SCHOOL
:,y 9yo PATRICK C. BRISTOW »..r.rr 51 AT RE OF CORPS OF INFERS OFFICIAL WITHOUT AN EXPRE55ED RE-CERTIFICATION
.,,,/0 N.C. PL5 No. L-4148 %,,k C. BY THE SURVEYOR NAMING SAID PER50N, ~ m PERSONS, OR ENTITY. O
~~~rnnnu~~ I ~ ~
I - ~ I~zooG DA E 0 SIGNATURE
MARKET STREET 17
I 's--JACK50NVILLE W1LMINGTON
-----------..--I------ L AI N P
I
NOT TO SCAM
N1F SMITH
DB 2571 PG 209
L07 2 SURVEY REFERENCE
MB 38 PG 327 ( DEED BOOK 399 I PAGE 678
I
NOTE: TH15 LOT IS LOCATED 6. I I' SET 85 IN zoNE c
EXISTING ° ,82' IE EXISTING N48°59'28"W ~ FIRM COMMUNIIY PANEL
N48 5009 W 420 (T) _ - _ 8 370168 0045 E
- cn w p REVISED: SEPTEMBER 3, 1992
O ° I Q
l WF O_ wF O
CORBETT WI LLIAMS ~
(NO DEED FOUND) - O DB 2552 PG 844 N MB ! Pr I ~
I O G 41 I ~ u~ 3
' F ~ w w i p
KONRADY EXISTING ~ ~ ~ --I °404" WETLANDS
DB 4803 PG 832 F~(15TING N4/ 5346 W 132.16 I W LINE LENGTH BEARING lL ° I
EXISTING 0 1 Y
0 I 1
0 I Y 0 1
i ° r ~ I
o u.l N 0 1 A O 1 A
i~ I w wpo ~ 0 I 1
~ w QGo 0 I - ~ I 1
1 a.. w 0 I A
g w ~ _ ~ AREA. 60' RIW ° A °
~-~n? I , Z } a UPLANDS 494,''58 SQ. FT.± ~-I- - - r- °
m
I I ~ o Q WETLANDS 6,~ 15 SQ. FT. _ \ / °I I I
I Q ~ Z ro EXISTING Q ~ g ~ o
~ O S ~ 29° 0 I A 0 1
I w 4, lA 614A 0 1 p
~ I F ~ I v UPLANDS lS4. EXISTING
\ Cs Q I A-
I (BEGIN> O ` N ~ wF
404 h - s,~„_ F~{IJIiNU w WETLANDS h ~ MINER
~hry cV O I A-21 N ~ DB 3269 PG 83 LEGEND
cry+ol - ~ L 18 - O N/F l2 ~ LOT I I ~ = IRON PIPE (AS NOTED)
S35°41'44'W 0 v I LOFTFIELD 54.82' ~i MB 16 PG 41
~ I DB 1904 PG 852 =CENTERLINE
Z ~ ° =SURVEY NAIL
~ EXISTING UPLANDS ~ -o- =FENCE
~ ~9 w = N.C.G.S. MONUMENT m
W W 0
~ o O cn ~i C!3 ~i - in
~ wCa' ~ ~ O t] I wo LIZ I ,703 SQ. FT.± NOTES:
w \ 0.04 ACRES± z
~ \ N \s (I) THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, RIGHT OF WAYS,
S49°26'45"E 306.83_ _ _ EXISTING Ocp 0~ - ° EXISTING ° 105.63' AND AGREEMENTS OF RECORD PRIOR TO THE DATE OF THIS PLAT. N42 0828E 548°29'58"' EXISTING
•~p O ,h 16.46' (2) ALL PROPERTY LINES AND CORNERS ESTABLISHED USING EXISTING CORNERS
~ ~\s~ °j 140.61' WALL FOUND, EXISTING BOUNDARY EVIDENCE, AND DEEDS AND PLATS OF RECORD N49°43'43"W IN THE NEW HANOVER COUNTY REGISTRY.
NIF O „ ~ EX EXISTING EXISTING EXISTING APPARENT :APPAGE
WHI1E O C~ ~ \ (3) ALL DISTANCES ARE HORIZONTAL GROUND.
B 1153 PG 963 ~ \ D ~ \ -t- WALL (CLAIMED BY SUBJECT DEED AND ADJOINES SURVEY) (4) ALL BEARINGS HEREON ARE NC GRID (NAD 1983).
L EXISTING I ~ rq' ~1/F I (5) ALL AREAS BY COORDINATE COMPUTATIONS.
I I wF (6) N.C. GRID MONUMENTATION FOUND A5 Sh(.~vTi .
' 3 13.76' - _ DAS VISHAK S49 32 44 E - - - ° 10' 17"E - - - SET 554 DB 3603 PG 890
i N F wF MUSSELWHITE ALL COORDINATES SHOWN HEREON ARE PRELIMINARY. w DURANT DURANT DB 1296 PG 6 16
W DB 2204 PG 770 DB 2650 PG 479 LOT 26
Qo 2 .A W MB 16 PG 45
W N - I W ~ lP
- ~ J to
Q c9 f~ J
N1F V`
1 non
DB 1804 PG 967 MAGNETIC NAIL SET AT APPARENT
56 I °41'42"E CENTERLINE INTERSECTION OF MASON NCGS "NORTH"
N S p N66°40' 12"W ~ 0'12"W CH.=84.33' SEf - ° _ ° ° ~ LANDING ROAD. N 191072.7904
m 104.06' (GROUND nORIZ.) OUND HORIZ.) ~ - - - - - - _ _ _ _ _ _ N46° 11'02"W E 2367483.2572 - _ 606.83 (FIELD TIE
o g~ SET ~
\
- 9~, / 135 , N48°21'26"W 2254.849' (GRID)
~ ° 659 ~ 66 / ~ ~ 5
\ SET DEEDS EXTEND INTO RIGHT OF WAY AS SHOWN. ~
~ i ~ ~ ~ NCGS CAMEL NCGS "CAMELOT" N.C,D.O.T. CLAIMS 30' FROM CENTER OF PAVEMENT.
- ~ N 189574.4; N 189574.4765
- E 2369168.E 1 E 2369 168.3095
- 60' PIBUC zNV (S.R,p 1403) - - - NOTE: THIS LOT IS SUBJECT TO All UTILITY
EASEMENTS, RE5TR1Cil0~,~S, OR / COVENANTS OF RECORL.
K:UAND PROJECTSN^IODU: 50UND LOOPWwgU 806M5UZDldwgl1806MIDDlE SOUND LOOP RD.dwg
"404" JURISDICTIONAL BOUNDARY SURVEY f iURVEY FOR 2006 JANUARY I I ,
u,ftjy r V mu 2231 WRIGHTSVILLE AVENUE 1 GO 0 30 60 120
D WILMINGTON, N.C. 28403 ALAN GKL:GUKY
& BRISTOW PHONE (910) 81 Sa711 PARCEL # K04500-007-0 I 0-000 B 0 - I INCH - 60 FEET
(910) 8152686 LAND SURVEYING, P.C. FAX HARNETT TOWN5HIP NEW HANOVER COUNTY, N.C. '41Y, N.C.
DANFORD F BR STOW LAND SURVEYING, PC DECEMBER 2005

, _ _
~
~ - ~ t s Cat ~ _ - -
~ i ~ 1''- % ~ _i ~
~ i ~ ~ ~
o
- _ ~ ~ i ~ - - - _ _ i •o
__i _ - ~ ~ _ I
DETENTION ~
25'R BASIN ~ ~
~ ~ ~ (TYP) ~ ' ~
~ 14,364 SQ. FT. ~
~ ~ 10'x70'
/ } e SIGHT TRIANGLE ~ ~ ~ k u-'~ o~ - j ~
I ~ , +k / 1 ~ ~ 169
~ 1
1 ~ t
~4 q i
i
y. r 1
o \ _,vF~ _ i
~ ~ ~ t.,' ~ I 16,816 SQ. FT.
r3 ~ _ `N f I I i 1
of ~ 1 , - ~ - - CJ~, , I
oL ~ 4 +I ~ 127
N I 168 \ ~ I r° .
~ I PERFORM CE I
I I %C. 1 1 ,
I ' SETBACK - 141' ~ I _ - r~
• ^ ~ ~ 30' DRAINAGE 3 I _ _ _ EASEMENT ~ i i
106 - II ~ DETENTION
16,11 SQ. FT. II _ - - - BASIN 3 22 # ;u
I I •I _ - - NI 18,814 SQ. FT. ( U1
I ~ _ I~ ~ ...a
~ / I _ { l ! L~i ' J
10 DRAINAGE-?, M I ~ - - ~ ~ ~ \ I + i E.].. \
EASEMENT ~ I 26,66 sQ. FT. ~ - ~ I
~ I I I i / lF ~ , / 2.
;I
o I I I s r 2~a' - - I 4 ~ l
I \
I ~ ~ 15,563 SQ FT. ~ I I I 1 I ' r ,Fay ' 2,627 sf
I I D TENTION BASIN #4 23 , OF IMPACTED
I ~I ~ ~ ~ ~ , ~ ;I 60' 1 WETLANDS 2,976 SQ, FT.
_ - ,6~--- i o ~ ~ ~ 48'R ~ V a'
41 ~I~ o. I I- ~ ~ + T ~ ' T v i I ~ ~ G ~ O ROW x i ~ aa, (TYP) "
ti i 3,845 sf. OF~ REN~,I INS
I ~I WETLANDS
I 10 9 ~ I I I I $ I ~'I 5 ~ ~ '
q 13,371 SQ. FT. ~ ~ I 11,5,7 5Q F? I ~
5' RAINA 15,166 5Q FT. ~ 14,210 SQ. FT. D GE I ~ 4 , ~ I ~~o ~ EASEMENT r--- ~ 2, ~ ~ I
I I _ rn I I ~ ~ ~ 24 ~ ' o o ~
2~~ DRAINAGE / 6 A ~ F h I EASEMENT I ~ V ~ ~ 17,596 17 596 S F7 \ Q 35' R ~I ~ I
~ I I _ _ _ ~ ~ g4' / ~ 21 w \ TYP ~ p i ~ ) ~
I I I nor 1 ~ ~ I o' I ~ / 1 I ~ 17,942 SO. FT ~ 2 ~ i
- j I o
~ 30' DRAINAGE e~, ~ ~ _ _ \ ~ ~ 10'x70' EASEMENT ~ S' }
T a3 ~ IsIGHr TRIANGLE i I I ~ GLEN AR ~ - I I BOR DRl~E ~ ~ I \ R ,
~ I I ~ / i \ ~ ~ ~ \
50 R~~ 5p' 0 0 1+ 0 ' a I I ~ 27 ~ X56. _ _ _
25 --~--t - _2+~ooc1 5 ~ R w N 14 ~ 26 2 ,643 SQ, FT, ~ Q' ~
- ~ ~ ~ 30'R ~ 14,494 SQ. FT. 18,310 SQ. FT. _ M N _ r ~ V( I 10'x70' ~ F T. v~" ~ '
` ~ ~ TYP ~ ~ 13,555 SQ. FT. 8g- . 7
- - - ~`~~'0 SIGHT TRIANGLE , I g, ~-I--- ~ a ~ I I I / /
o C3 I 20
~ I ~ ~ • ~ I I I h o 24" VALLEY ~ _ / N / ~ / ~ ~ 16,744 SQ. FL '
I I ~ \ 4 ~ GUTTER / 1 ~ +Op - - - - - ~ 4 a ~ ~v
\ 106' 90' 90'- ~ ~ l ~ ~v~ I
I ~ ~ ~0~' ~ ~ o~ - - _ _ ~ II I N <r ( I ~A _ e~ i ~ ~ ~
~ ~ I 15' ~ ~ ~ , c ~ 25 CJ 10' TILITY ~ I i
j I ~ N ~ N h -L-----?+i00 ---~00___ - EASE T TY 32' ~ , .~N \
~ 5 DRAINAGE ~ ~ 'os~ /5
~ EASEMENT i 6/
o I 11 I ~ = nz' e5' 30'
IN ~ 1.,~ 35' DRAINAGE UTILITY
Lt.1 I 19,981 SQ. F ~ ~ EASEMENT ~ ~ I ~ 20' 15' EASEMENT I ,
I 30' DRAINAGE I i I ~
~ EASEMENT , I I I
I I 13 N '
I 17,100 5Q. FT. N
~ I 14,584 SQ. FT. o BORE LOCATION w N ~r.~,
II 1 I 3 ~ I
~I- I~~ 1 I I ~I m . I~' ~ I I m I
Y C I m of
Q , ~ o f 14 15 ~ 16 ml 95 - ~I - 94 ~ 1 7 f L_ I , 19
_ - - 1-°1 _ 40' DRAINAGE o I 22 623 SQ. FT. 16,651 54. FT, 16 464 SQ. FT, 18 PASSIVE
EA EMEN 16,414 SQ. FT. 18,81`, , a; 1a,et5 sQ. Fr. 27,751 so. PT RECREATION I
m - - i I
DETENTION BASIN 2 , I 15,870 SQ. FL
~ # I 1~ I ~ > - ~ ~ ~ z j , , ~ 40' C 40' DRAINAGE
PERFORMANCE I EASEMENT
SETBACK EASE Z - - ~ J
5 L__~.___ o ~ ~ ~ N 85' ion'
r n^ r, 116' 85 BS'____.______, _.._...,._-_.._._v___~~___._ W._ w 88 _ _ k .
~ ; MAP NOTE:
w r w CUi~VE TABLE ' GRAPHIC SCALE
. ~ ~ r, ~..n. r,.~ T.. n.~nn ~ ni iin n. i n-n iTirr i i ni it nrrni ~ Fl1 n 9r, 50 100
CURVE LENGTH RADIUS BEARING ALL UUUINUHItT, IVrUUKH r11 bC UIILIIILJ fIHVL DLLIN
C1 109.19 300.00 S86°11'36'E TAKEN FROM A MAP PREPARED BY DANFORD &
o - ~ C2 79,17 230,00 N85°37'36'W BRISTOW, PLS r inch = 50 ft.
o C3 362.46 230,00 S39°21'56"W
n
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0 L PREPARED FOR:
No. Revision Date B Designer scale m 150' Sheet No.
o Drawn By Date WINDS HARBOR AT MIDDLE SOUND
N ELS 8/28/06 SITE PL) -E PLAN Alan Gregory 702 Windemere Road WITHERS R"ENEL C-3 Wilmington, NC 28405 ENGINEERS I PLANNERS I SURVEYORS
o Checked By Job No. TEL# [phone] Wrightsville Ave, Suite tot. Wilmington, North Carolina 28403 tel: [phone] fax: 91 x256-2584 www.withersravenel.corn
Hanover Country North Carolina 20555900 Hartnett Township New 0
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